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HomeMy WebLinkAboutTRUSS DRAWINGTRUSSES FOR THE FIRS! MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. =LIFE SAFETY WARNING ARRANSE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF III 24' IN LENGTH i5 This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I ALL TRUSSES ARE TO BE SET AT 2'-O: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span A 0 degrees Spreader Bar or less 112 _� p9 Ain rox 2/3 to fag Line Pon approx. t�^° i/2 of Spar REFER TOBCSI REFER TO BCSI Truss must be t this way If crcnr ""d Truss must be set this way if crm a used. Tu°c Is ad examen¢ pur buva IryrcI This is on example, truss may not match. ,,,,I vane operator sets truss 11 r . , Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIR 1--1 AN iLIE-R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connector ails must be as shown. Guide tabs. schedule in engineering Dome angle nails. package. Carried Truss SEAT PLATES BY CHAMBERS tiro. tent —tltl CORNER DETAIL cfyb Nes NOT SHOWN FOR CWIrx The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and their rasp ve locations. Approved By: 3-23-21 Dale: Braden radon A,I.A. P.A. 12 4.00 l— / N 12 2.00-- upset=114" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL - TYPICAL VAULT upset=114" heeler 15116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF &I ABOVE FINISHED FLOOR X 15,.3., 19'_9� �k -- 19'-9" _. --- N\ -- 15-3" C — - y I I I I I I I ®ICI®I�I�I�I�I�II�I�If�IQMl�lf�l�l�l®�®�® liIIl//%li//i/i I i cll r// IVA 1a110aIW/i11111%�i Ili„,61l1iiIII I ;II I QII �11110rp _ ©�_ ••�j��%III\IIII /G,'_ �� II IIIIII �' ©P _ r//.IIIIIIIIIII ,I, IIII\_"1 Me © Zia r�r�_iii o _ 7001_1 WE0100 IIIIIII`I`�1110 INVERTED WEBS evei CENTER • •50# POINT LOADS PER S FOR AIHIU I _- %1 � 1 NN 111P1101111111111==r111 Is = 7 �P1 re �— %® 188110 1n,I�///l�li���l����/.i%//H/4�1%/H//.I��%/.i UL%Ilir//i ����l�%�i %/H//Sig%//G.il/H///11////�I%/H/➢Ri%/I9/Illrlae/� i 14'1 II' 6'1 a PORCH RIGHT ®�©I®I�I�I�I�I�I�I■II�II�I�I�I�I�I®�®�® 01 N_oy__ '►�7 \�i 1���/IIIIIIIIII 1 `III°°11�IIIIIIII�� �© Ise se ass 1��1�1 IIIIIIIIIIII p•III���`"`� s 1 DO 1 1\\\_�_\__`�Willi ®�®��������I■1�1�1����8I•��I�IEB•�EB•���®�Esi► I I xi I we i' CLOUZSED AREAS ARE OF �IS / SPECIAL CONCERN & MUST BE 1 CHECKED CAREFULLY & MAY I INDICATE DEVIATION FROM ,_,.PLANS. ly I FABRI( 333- / 'RO07ES CANN9ESTAF / -1The legal description of Use pro THIS AGREEMENT IS SIGNED S RETURI )am ... a will be Installed his plCe Sian this PUSS placement diagram Is mnful fabrkation of the tmssi m#1M1 by the undenlgned. maetl meA at Chambe. Trues wAhln ten nt no aeekchergea aMl be a cesel. In Me e uu shell love auee (3) bueness days in a e, rrxe ae Sown wraprepl r Delos x sugect b cherpe a tiny changes ere. made bi bda.w,adl. Aaw per hwrtae for reNslona may be vhargeI by Chamben Truax .7: This Is a PURCHASE ORDER to ChS=M,Tmw of the Sam to agreed , or a ran agreement a nsaodeDl0 pdw. Involve will be made on delivery and paltl WAhln temis of net, bn delivery. Irnolw may be made at scheduled dale 0 delivery If Guyer cannel accept' $0Nrory of fabdcet ed hew$, The undersigned agrees to pay Chembow,Truas reawnabl9 shomeye fee for ed 1I s In evwd of prymant ant tlmeb made. 1-1/2 %per month se_ni e Wigs will be added laralt aume not psid'within nme. . S, Slgnsmre la IIt al.em'whereon Nhsheet wrssUmtea agreement to all tem. herelm ' & In coneldemion o(Chembea Truss eMnding cretlA for thn material Ne untlemlgnetl urlcantlAlo Tm say Day of when due of any end ell Iede prose, to owed to Chambers Tmw by tiny temp mot I materiel end ym underelgnatl al bas b pay Me MCIPI. tlneae NGudlnp mpmaya fees, H tleRult th payment mr material be made by the raIQ In t 10. In tlw amentmlar of any emin.pn wnmml agree this et the Sal theemfo almbhetl hereunder sr pcmlanb referral to herein, the penba agree Net the wle venue tan any such aabn will !.1.D signs Cpsomil ilkesa o. 11. Design responslblWoa are per Using Metal l Standard A,d RWOWThese Gukallnea On iaiponIIAN IC For Camouctlon Uelnp Metal %ere Cameped Woodrmswa WSUfPaWTCAb-TeD2^- - MTEP aGNED __ Multiple ply trusses muet be fastened together per engineering before they are set failure to do so can result In roof collapse. Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting triteness. .Trusses muetbesetarM braced P'�Bnm P�'•^tb11pY8 Trusses must be set plumb and square Do notset bunks or stack of plywood, roagng material or any other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercei Florida 34982.6423 800-551.5932 Fort Plume 772-465.2012 Fax 7722461l Vero Beach 772-569.2012 Stuart 772-286-3302 ,s.-,, au.,. rueseneeerorrecCAM - 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 0v Roofing Material Shingle or Shake 0sr "w Loading in PSF Roof R.D.L. m — — Top Chord Live 20 g �5 o I Top Chord Dead 7 4.2 �0 qD Bottom Chord Live 10 Non -Concurrent o — c Bottom Chord Dead 10 3 v a I TOTAL Load 37 7.2 5M Duration Factor 1.25 Wind Speed 165mph Top Chord C.B. Sheeting by builder. a Bottom Chord C.B. Sheeting by builder. Highest Mean Height 1511 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C _ Barrier Island No Conforms to FBC 2017 R.D.L =Restrainin Dead Load C.B.-=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Enc3ineer of Reoord. Chambers Truss Inc. Drawing Name: M11392 Scale: 1/4 = 1' W 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviewed By: Date:10/07/15 Revised:03121/18 (� FOR Revised:3/05/2020 + ll � 14'1 WYNNE BUILDING CORP. PORCH LEFT WINDSPTI°" INDSOR PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392